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Journal Article

Citation

Kiyono J, Furukawa A. Sociotechnica 2003; 1: 358-366.

Copyright

(Copyright © 2003, The University of Tokyo, Sociotechnology Research Network)

DOI

10.3392/sociotechnica.1.358

PMID

unavailable

Abstract

The collapse of timber frame houses during an earthquake was analyzed by the 3-dimensional (3D) Distinct Element Method (DEM). The structure is modeled as an assembly of distinct elements which are connected by virtual springs and dashpots where element are in contact. A timber frame house with simple structural elements such as beams, columns, floors and a roof was modeled. Damage to human bodies also was considered. Human bodies were modeled as circles and placed on the floor. The maximum impact acceleration experienced by a human body during an earthquake was calculated. Damage to humans in houses is discussed based on the Chest-G index and Head Injury Criteria (HIC) widely used in automobile engineering.


Language: ja

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